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Journal articles on the topic 'Durability using sulphate resistance test'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Kore, Sudarshan Dattatraya, and Ashok Kumar Vyas. "Durability of concrete using marble mining waste." Journal of Building Materials and Structures 3, no. 2 (2016): 55–67. http://dx.doi.org/10.34118/jbms.v3i2.24.

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The aim of the study was to study behavior of concrete containing marble mining waste under aggressive environment. Waste from marble mining and processing industries was used in concrete as coarse aggregate in combination with conventional coarse aggregate. The particle packing density approach was followed to design the concrete mix and 75% conventional coarse aggregate was replaced by aggregate obtained by crushing waste from marble mining waste. The water-cement ratio was fixed 0.45 for all the mixes. Properties of concrete under aggressive environment such as chloride ion penetration, res

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2

Kore, Sudarshan Dattatraya, and Ashok Kumar Vyas. "Durability of concrete using marble mining waste." Journal of Building Materials and Structures 3, no. 2 (2016): 55–67. https://doi.org/10.5281/zenodo.242638.

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The aim of the study was to study behavior of concrete containing marble mining waste under aggressive environment. Waste from marble mining and processing industries was used in concrete as coarse aggregate in combination with conventional coarse aggregate. The particle packing density approach was followed to design the concrete mix and 75% conventional coarse aggregate was replaced by aggregate obtained by crushing waste from marble mining waste. The water-cement ratio was fixed 0.45 for all the mixes. Properties of concrete under aggressive environment such as chloride ion penetration, res

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3

P M, Salim, B. S.R.K.Prasad, and Seshadri Sekhar.T. "Durability Studies on Concrete Made Using Pulverized Used Foundry Sand as A Mineral Admixture." International Journal of Engineering & Technology 7, no. 3.3 (2018): 10. http://dx.doi.org/10.14419/ijet.v7i3.3.14471.

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Durability of the structures is a main concern now a day due to the various types of deteriorations caused by natural as well as manmade environmental conditions. In this project the durability properties of concrete made with pulverized used foundry sand as a mineral admixture is analyzed. The durability of concrete is mostly depends on the surrounding environment. The chemicals present in air and water are the main causes of deterioration of concrete in its life. So a deep study on the action of deteriorating chemicals on the concrete containing pulverized used foundry sand is initiated. Her

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4

Nagajothi, S., S. Elavenil, S. Angalaeswari, L. Natrayan, and Wubishet Degife Mammo. "Durability Studies on Fly Ash Based Geopolymer Concrete Incorporated with Slag and Alkali Solutions." Advances in Civil Engineering 2022 (July 11, 2022): 1–13. http://dx.doi.org/10.1155/2022/7196446.

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This study explores the durability of green cementitious material of geopolymer concrete. Geopolymer concrete is produced from the polycondensation reaction of aluminosilicate materials (fly ash, Ground Granulated Blast furnace Slag (GGBS)) with alkaline activator solutions. Geopolymer concrete has excellent mechanical properties and its production requires low energy and results in low levels of CO2 emission. Due to the high demand for river sand, manufactured sand is used as a replacement material in geopolymer concrete under ambient curing conditions. In this study, the durability of G30 gr

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5

Ghosh, Sujit, and K. W. Nasser. "Creep, shrinkage, frost, and sulphate resistance of high strength concrete." Canadian Journal of Civil Engineering 22, no. 3 (1995): 621–36. http://dx.doi.org/10.1139/l95-071.

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A comprehensive study was undertaken to determine the shrinkage, creep, and durability of high strength concrete (50–70 MPa) containing silica fume and lignite fly ash. The concrete mixtures contained normal CSA type 10 (ASTM type 1) portland cement, 10% condensed silica fume, and different amounts of fly ash that varied between 0 and 80% of the weight of binder in the mixture. The aggregates-to-binder ratio by weight was maintained at 5 and the weight of the superplasticizer was varied between 1.5% and 2.2% of the binder while the water-to-binder ratio was maintained at 0.27. The test program

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M., Iyappan, and K. C. Pazhani Dr. "Strength and Durability of High Strength Fibre Reinforced Self Compacting Concrete with Nano Silica." International Journal of Trend in Scientific Research and Development 2, no. 2 (2018): 1719–24. https://doi.org/10.31142/ijtsrd14400.

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Conventional concrete used in building and civil engineering applications requires compaction to achieve strength, durability and homogeneity. The typical method of compaction, vibration, generates delays and additional costs in projects and moreover is a health hazard in and around construction sites. Self Compacting Concrete is a highly flow able, stable concrete which flows readily into place, filling formwork without any consolidation and without undergoing any significant segregation. In the present experimental investigation the glass Fibres are added in different proportion 0 ,0.5 ,0.75

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7

Reddy, Gadikota Chennakesava, and KHK Reddy. "Strength and Durability Studies of Geo-Polymer Concrete in the presence of Marine Water." IOP Conference Series: Earth and Environmental Science 1280, no. 1 (2023): 012022. http://dx.doi.org/10.1088/1755-1315/1280/1/012022.

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Abstract Geopolymer concrete represents an innovative and eco-friendly alternative to conventional concrete, with the potential to significantly reduce the carbon footprint of the construction industry. Extensive research has explored the strength and durability properties of both geopolymer concrete and control concretes made with ordinary Portland cement. Compared to its traditional counterpart, geopolymer concrete exhibits a substantially lower carbon footprint by utilizing industrial byproducts - namely fly ash and ground granulated blast furnace slag (GGBS) - as replacements for tradition

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8

Prithiviraj, Chidambaram, Jagadeesan Saravanan, Deivasigamani Ramesh Kumar, Gunasekaran Murali, Nikolai Ivanovich Vatin, and Packirisamy Swaminathan. "Assessment of Strength and Durability Properties of Self-Compacting Concrete Comprising Alccofine." Sustainability 14, no. 10 (2022): 5895. http://dx.doi.org/10.3390/su14105895.

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Self-Compacting Concrete (SCC), a high-performance concrete with exceptional fluidity and cohesiveness, has gained popularity recently. The consolidation qualities and durability demands of this material require the application of Supplemental Cementitious Materials (SCMs). Alccofine is a type of additive material that has the potential to increase SCC characteristics while lowering the environmental effect of Portland cement manufacturing. In light of these facts, this study focused on the fresh, strength, and durability properties of SCC by partially replacing cement with varying percentages

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9

Nivate, Siddhesh, Mahesh Makwana, and Mrudula Kulkarni. "A Study on Durability Parameters of Ferrocement." E3S Web of Conferences 405 (2023): 04034. http://dx.doi.org/10.1051/e3sconf/202340504034.

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Ferrocement is formed of a thin layer of cement mortar that has been strengthened with multiple layers of wire mesh with a diameter of between 0.5 mm to 1 mm. To evaluate the durability criteria for the specimen, a series of cubes and cylinders were cast in this experiment using a mortar mix at a ratio of 1:3 and a water-cement ratio of 0.40 was selected. In this study, the ability of the ferrocement to endure water penetration, sorptivity, and resistance to sulphates were examined. The curing period was chosen to be 28, 56, and 90 days, respectively, in order to track changes in the outcome a

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10

Kazi Tani, Nabil, A. S. Benosman, Y. Senhadji, H. Taïbi, M. Mouli, and M. Belbachir. "Prediction models of mechanical properties for pet-mortar composite in sodium sulphateaggressive mediums." MATEC Web of Conferences 149 (2018): 01051. http://dx.doi.org/10.1051/matecconf/201814901051.

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In this research, an investigation was carried out on the effect of sodium sulphate attack on the durability of composites produced with waste polyethylene terephthalate (PET). Experiments were accomplished on limestone sand and cement mortars where the blended Portland cement was partially replaced by various volume fractions of waste PET particles (6%, 12% and 17%). The test solutions used to supply the sulphate ions and cations were 5%sodium sulphate solution. Compressive strengths measured on specimens were used to assess the changes in the mechanical properties of PET-mortars exposed to s

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Szafraniec, Małgorzata, Danuta Barnat-Hunek, Małgorzata Grzegorczyk-Frańczak, and Maciej Trochonowicz. "Surface Modification of Lightweight Mortars by Nanopolymers to Improve Their Water-Repellency and Durability." Materials 13, no. 6 (2020): 1350. http://dx.doi.org/10.3390/ma13061350.

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The paper explores the possibility of covering the mortar with the lightweight aggregate by the nanopolymer silane and siloxane as surface hydrophobisation. The investigation involved the mortars with two types of hydrophobic agents diluted with water in a ratio of 1:4 and 1:8. Mortar wetting properties were determined by measuring the absorbability, water vapor diffusion, contact angle (CA) and surface free energy (SFE) of their structure. Surface micro-roughness and 2D topography were evaluated. Scanning electron microscopy (SEM) has shown the microstructure and distribution of pores in mort

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12

Sele, Laura, Diana Bajare, Girts Bumanis, and Laura Dembovska. "Alkali Activated Binders Based on Metakaolin." Environment. Technology. Resources. Proceedings of the International Scientific and Practical Conference 1 (June 16, 2015): 200. http://dx.doi.org/10.17770/etr2015vol1.204.

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<p>According to research conducted in last 25 years, alkali activated binders have been considered as one of the most progressive alternative binders, which can effectively replace Portland cement. Production of alkali activated binders differs from the Portland cement production and is associated with lower CO2 emissions. The use of recycled industrial by-products and wastes is also possible, what corresponds to the future guidelines and principles of sustainable binder production in the world.<br />The aim of this study was to create innovative alkali activated binders by using s

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13

K.Tarunkumar, A. Jagadish Babu, Sumith Vangara, S. Siva Rama Krishna, Venu Malagavelli,. "Strength And Durability Properties Of Steel Fiber Reinforced Self Compacting Concrete." Turkish Journal of Computer and Mathematics Education (TURCOMAT) 12, no. 5 (2021): 818–26. http://dx.doi.org/10.17762/turcomat.v12i5.1489.

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In this present study the durability characteristics of Steel fiber reinforced Self compacting concrete (SFRSCC) is determined for M30 and M40 grade concrete mixes. Along with durability strength and sorptivity is carried out and comparison is made with Plane self-compacting concrete (SCC) by chemical resistances, Initial Surface Absorption Test (ISAT). In the present study, the rational mix design procedure for self-compacting concrete is used. SCC mixes contains large quantity of powder (material whose parcel size is 0.125 mm) to maintain the plastic yield of the properties of fresh co

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Pathan, Tabassum A., and Rashida A. Jhumarwala. "Evaluation of Mechanical Properties of High Strength Banana Fibre Concrete (HSBFC) incorporating Fly ash and Silica fume." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 780–85. http://dx.doi.org/10.22214/ijraset.2022.47892.

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Abstract: Concrete is the most dynamic engineering material in construction industry because of its strength properties as well as its durability. The consumption of raw materials not only depleted natural resources but also increases the toxic material in the environment by the construction industries. Now a days the by using the banana fibre in concrete is an efficient sustainable method. The paper presents an Evaluation of Mechanical Properties of High Strength Banana Fibre Concrete (HSBFC) incorporating Fly ash and Silica fume in concrete. Banana fibers are widely available worldwide as ag

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15

Hussein, Twana Ahmed, Mohammad Ali Mosaberpanah, and Rawaz Kurda. "Synergic effect of polyester fiber and nano silica on chemical resistance of geopolymer mortar." PLOS ONE 18, no. 9 (2023): e0289497. http://dx.doi.org/10.1371/journal.pone.0289497.

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The aim of this study is to evaluate the synergistic effect of polyester fiber-reinforced and nanoslica on the technical performance and durability of geopolymer mortar in terms of the chemical resistance. The study examined how the addition of polyester fiber and nanosilica affects the short-term severe durability of geopolymer mortar specimens made with fly ash (type F). The specimens were cured under ambient conditions. Different percentages (0.6%, 1.2%, and 1.8%) of polyester fiber were used, both with and without nanosilica. Additionally, a reference mixture containing only nanosilica was

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16

Bheel, Naraindas, Bashar S. Mohammed, M. S. Liew, and Noor Amila Wan Abdullah Zawawi. "Durability Behaviours of Engineered Cementitious Composites Blended with Carbon Nanotubes against Sulphate and Acid Attacks by Applying RSM Modelling and Optimization." Buildings 13, no. 8 (2023): 2032. http://dx.doi.org/10.3390/buildings13082032.

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Chemical deterioration, including sulphate and acid attacks, is a major issue affecting the long-term durability of engineered cementitious composite (ECC) constructions that contact water from various sources, including groundwater, seawater, sewer water, and drinking water. This research enhances ECCs’ strength and resilience against chemical attack by combining cementitious composites with multiwalled carbon nanotubes (CNTs) and polyvinyl alcohol (PVA) fibre volume fractions using multiobjective optimization. The central composite design (CCD) of RSM was applied to generate thirteen mixes o

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17

M. Mhaya, Akram, Mohammad Hajmohammadian Baghban, Iman Faridmehr, Ghasan Fahim Huseien, Ahmad Razin Zainal Abidin, and Mohammad Ismail. "Performance Evaluation of Modified Rubberized Concrete Exposed to Aggressive Environments." Materials 14, no. 8 (2021): 1900. http://dx.doi.org/10.3390/ma14081900.

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Recycling of the waste rubber tire crumbs (WRTCs) for the concretes production generated renewed interest worldwide. The insertion of such waste as a substitute for the natural aggregates in the concretes is an emergent trend for sustainable development towards building materials. Meanwhile, the enhanced resistance of the concrete structures against aggressive environments is important for durability, cost-saving, and sustainability. In this view, this research evaluated the performance of several modified rubberized concretes by exposing them to aggressive environments i.e., acid, and sulphat

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18

Antonyamaladhas, Maria Rajesh, Selvamony Chachithanantham, and Anandakumar Ramaswamy. "Performance and Behaviour of Ground Granulated Blast Furnace Slag Imparted to Geopolymer Concrete Structural Elements and Analyzed with ANSYS." Advances in Materials Science and Engineering 2016 (2016): 1–9. http://dx.doi.org/10.1155/2016/7023897.

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This paper deals with the behaviour of geopolymer concrete using ground granulated blast furnace slag and steel fibre to compare with M40 grade cement concrete. The cast GPC specimens were placed in a hot curing chamber at 60∘C temperature for 24 hours and tested after 1, 7, 14, and 28 days of ambient curing to find the strength and durability of hardened concrete. The optimum value of compressive strength was attained at 12 Molarities. Fly ash was replaced by GGBS in GPC with different proportions such as 0% to 60% at 5% interval; the optimum strength value was obtained on 40% replacement. Fr

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19

Bheel, Naraindas, Bashar S. Mohammed, M. S. Liew, and Noor Amila Wan Abdullah Zawawi. "Effect of Graphene Oxide as a Nanomaterial on the Durability Behaviors of Engineered Cementitious Composites by Applying RSM Modelling and Optimization." Buildings 13, no. 8 (2023): 2026. http://dx.doi.org/10.3390/buildings13082026.

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Engineered Cementitious Composites (ECC) are widely used in various structures due to their high strength, durability, and ductility. However, they are still vulnerable to environmental factors such as sulphate and acid attack. These attacks damage the concrete matrix, which leads to cracking and corrosion of the reinforcing steel. To mitigate these issues, various techniques have been developed, including the addition of graphene oxide to the ECC mix. Graphene oxide has shown potential in improving the mechanical properties and durability of ECC. The purpose of this study was to use multi-obj

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20

Elango, K. S., B. Prabu, S. Sathish, et al. "Mechanical and Durability Studies on Ficus exasperata Leaf Ash Concrete." Advances in Civil Engineering 2022 (January 20, 2022): 1–10. http://dx.doi.org/10.1155/2022/4038344.

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This paper reports the effect of snake grass (SG) fibers in Ficus exasperata Leaf Ash (FELA) concrete. Snake grass fibers of percentages 0.5, 1, 1.5, and 2 were used in this investigation. Tests of compressive strength, split tensile strength, and flexural strength and durability studies of salt resistance, sulphate resistance, and impact energy resistance were determined, and the test results are discussed in detail. Test results revealed that FELA ash of 15% replacement in cement showed remarkable binding property. Moreover, incorporation of snake grass fiber in concrete improves the strengt

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Overo Kenneth Ejukonemu and Joshua Odudu. "Data analysis and model development for sulphate attack strength loss index in Chikoko blended concrete." World Journal of Advanced Engineering Technology and Sciences 13, no. 2 (2024): 482–95. https://doi.org/10.30574/wjaets.2024.13.2.0614.

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Sulphate attack poses a significant durability challenge for concrete, particularly in environments with high sulphate concentrations. This study explores the efficacy of Chikoko, a natural pozzolan from the Niger Delta region, as a supplementary cementitious material to enhance concrete's sulphate resistance. The objective is to develop a predictive model for the strength loss index (SLI) of Chikoko-blended concrete exposed to sulphate attack. Concrete samples incorporating various Chikoko contents (0%, 5%, 10%, 15%, 20%) were immersed in a 5% sodium sulphate solution for durations of 7, 21,

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Ranjith, S., R. Venkatasubramani, and V. Sreevidya. "Comparative Study on Durability Properties of Engineered Cementitious Composites with Polypropylene Fiber and Glass Fiber." Archives of Civil Engineering 63, no. 4 (2017): 83–101. http://dx.doi.org/10.1515/ace-2017-0042.

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Abstract The durability characteristics of Engineered Cementitious Composites (ECC) with various fibers such as polypropylene and glass were investigated in view of developing composites with high resistance to cracking. ECC offer large potential for durable civil infrastructure due to their high tensile strain capacity and controlled micro-crack width. In this study, fibre volume fractions (0.5%, 1%, 1.5%, and 2%) of both polypropylene and glass fibers varied and durability measures such as a rapid chloride penetration test, sorptivity, water absorption, acid attack, and sulphate attack were

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R., Manju, and Sindhu Vaardini U. "Investigation on Durability Properties of Self Compacting Concrete with Mineral Admixtures." International Journal of Recent Technology and Engineering (IJRTE) 9, no. 4 (2020): 388–96. https://doi.org/10.35940/ijrte.D5017.119420.

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Self-Compacting Concrete (SCC) or Self Consolidating Concrete is the present-day concrete that is being adopted the world over. The production of SCC involves the selection of appropriate materials and good quality control which is essential for the durability of concrete. The mineral admixtures and filler materials provide additional reduction to the porosity of the concrete. The primary objective of the present research work is to carry out the experimental investigations on durability properties of SCC with 20 different mix proportions, containing various percentages of filler materials lik

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Pokorný, Jaroslav, Milena Pavlíková, and Zbyšek Pavlík. "Durability of Two Types of HPC at Sulphate Solution Environment." Key Engineering Materials 722 (December 2016): 66–71. http://dx.doi.org/10.4028/www.scientific.net/kem.722.66.

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Sulphate attack of concrete and cement composites comprises sulphate ions migration into the material porous space and their following reaction with hydration products in the presence of water. Newly formed compounds initiate filling of porous space and volume expansion. Sulphate corrosion phenomenon still belongs to the main mechanism affecting the durability and service life of concrete structures. This paper deals with the investigation of sulphate resistance of two types of High Performance Concrete (HPC) exposed for 168 days to sodium sulphate water solution and reference environment of d

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25

Łukowski, Paweł, and Dominika Dębska. "Effect of Polymer Addition on Performance of Portland Cement Mortar Exposed to Sulphate Attack." Materials 13, no. 1 (2019): 71. http://dx.doi.org/10.3390/ma13010071.

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Resistance to degradation contributes greatly to the durability of materials. The chemical resistance of polymer-cement composites is not yet fully recognized. The goal of the research presented in this paper was to assess the performance of polymer-cement mortars under sulphate aggression, as compared to unmodified cement mortar. Mortars with polymer-to-cement ratios from 0 to 0.20 were stored in either a 5% MgSO4 solution or distilled water for 42 months. During this time, changes in elongation, mass, and compressive strength were determined. The results of these investigations, together wit

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26

Chouhan, Manoj Kumar, Netram Meena, Juhi Agrawal, and Trilok Gupta. "Enhancing Durability of Concrete and Mortar with Ceramic Waste: A Comprehensive Review." Journal of Scientific Research and Reports 30, no. 8 (2024): 485–502. http://dx.doi.org/10.9734/jsrr/2024/v30i82272.

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The construction industry continually seeks sustainable materials to enhance the durability of structures while minimizing environmental impact. Ceramic waste, a by-product of the ceramic manufacturing process, presents a promising alternative. Traditionally used for tiles, sanitary ware, and bricks, ceramic materials are valued for their high strength, aesthetic appeal, and thermal insulation properties. The study indicates that ceramic waste enhances the durability of construction materials due to its inherent properties, such as low water absorption and high abrasion resistance. Additionall

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DeSouza, S. J., R. D. Hooton, and J. A. Bickley. "A field test for evaluating high performance concrete covercrete quality." Canadian Journal of Civil Engineering 25, no. 3 (1998): 551–56. http://dx.doi.org/10.1139/l97-110.

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Since in most deterioration mechanisms fluid ingress plays an important role, the surface skin of concrete provides the initial resistance to such factors as de-icer salt penetration, freeze-thaw resistance, and sulphate attack. Surface durability testing must evaluate resistance to the predominant mechanism of initial fluid ingress: capillary absorption or sorptivity. The primary focus of this study was to develop a test device suitable for nondestructive field use to evaluate the durability of covercrete by determining the rate of absorption of concrete, including high performance concrete.

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28

Patrisia, Yulin, David W. Law, Chamila Gunasekara, and Arie Wardhono. "Fly ash geopolymer concrete durability to sulphate, acid and peat attack." MATEC Web of Conferences 364 (2022): 02003. http://dx.doi.org/10.1051/matecconf/202236402003.

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The durability of concrete has a profound impact on the service life of structural elements. Indonesia has extensive peat soils, which provide a highly aggressive environment for concrete structures. Geopolymer concrete has demonstrated good durability when exposed to acid /sulphate conditions similar to those encountered in peat soils. This paper investigates the performance of geopolymer concretes produced using Indonesian type F fly ash under sulphate and acid chemical attack. Geopolymer concrete specimens have been exposed for 12-months in a range of solutions: 5% sodium sulphate, 5% magne

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Srikanth, Sreddy. "Durability Studies on High Strength Concrete." Pakistan Journal of Scientific Research 2, no. 1 (2022): 17–21. http://dx.doi.org/10.57041/pjosr.v2i1.22.

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High strength concrete (HSC) is very useful for recent construction technology; the major problem of HSC is the insufficient ductility. To investigate the ductility of HSC, the entire stress-strain curve, especially in the descending branch, shall be recorded. The aim of this study is to investigate the durability of High strength concrete for different replacement levels of mineral admixtures by alternate wetting and drying phenomenon which includes; acid attack, sulphate resistance and marine Environment and also to determine the compressive strength of concrete as GGBFS partial replacement

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Steindl, Florian R., Andre Baldermann, Isabel Galan, Marlene Sakoparnig, Martin Dietzel, and Florian Mittermayr. "A new test for combined Ca-leaching and sulphate resistance of cementitious materials." MATEC Web of Conferences 199 (2018): 02005. http://dx.doi.org/10.1051/matecconf/201819902005.

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Limitations in the understanding of chemical key controls on concrete damaging mechanisms exacerbate predictions on the long-term performance and durability of cementitious materials. Therefore, the scope of the project “ASSpC Advanced and Sustainable Sprayed Concrete” is to obtain a better mechanistic understanding of the processes underlying deleterious chemical attacks. The herein presented alternative test, loosely following the regulations of the German Building Authority (DIBt) testing procedure (the so-called SVA test) for sulphate resistance, investigates the resistance of concrete mix

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Mohapatra, B. N., Puneet Kaura, P. N. Ojha, Brijesh Singh, Sumit Kumar, and Varsha Liju. "Fresh, hardened and durability properties of concrete made with flyash and limestone based Portland composite cement." Journal of Asian Concrete Federation 9, no. 1 (2023): 1–16. http://dx.doi.org/10.18702/acf.2023.9.1.1.

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Clinker substitution with alternative cementitious materials is one of the way to develop low clinker cement. In this work, three compositions of Portland composite cement (PCC) were prepared by intergrinding of clinker, gypsum, flyash and limestone where limestone content were kept as 5 %, 7 % and 10 % and flyash content kept as 25% & 35 %. In the present work, study was conducted at 0.60 w/c and in total 4 concrete mixes were designed including one control mix (made with PPC). Fresh properties like air content & fresh density, hardened properties like compressive strength, flexural s

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32

Sabapathy, Lavaniyah, Bashar S. Mohammed, Amin Al-Fakih, Mubarak Mohammed A. Wahab, M. S. Liew, and Y. H. Mugahed Amran. "Acid and Sulphate Attacks on a Rubberized Engineered Cementitious Composite Containing Graphene Oxide." Materials 13, no. 14 (2020): 3125. http://dx.doi.org/10.3390/ma13143125.

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The objective of this research was to determine the durability of an engineered cementitious composite (ECC) incorporating crumb rubber (CR) and graphene oxide (GO) with respect to resistance to acid and sulphate attacks. To obtain the mix designs used for this study, response surface methodology (RSM) was utilized, which yielded the composition of 13 mixes containing two variables (crumb rubber and graphene oxide). The crumb rubber had a percentage range of 0–10%, whereas the graphene oxide was tested in the range of 0.01–0.05% by volume. Three types of laboratory tests were used in this stud

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33

Knap, Monika, and Wojciech Piasta. "Effect of sulphate corrosion on the durability of air-entrained cement mortars." MATEC Web of Conferences 174 (2018): 02012. http://dx.doi.org/10.1051/matecconf/201817402012.

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Sulphate corrosion is a complex sequence of chemical and physical processes that, when the aqueous sulphate solutions are exposed for a sufficiently long time, irreversibly destroys the microstructure of cement paste. In order to determine the durability of Portland cement mortars, mortar resistance tests were carried out on a 5% solution of sodium sulphate by measuring linear deformations. The tests included 1 series of non air-entrained mortars and 3 series of air-entrained mortars with air content: 7%, 10% and 13%. The biggest deformations were observed for non air-entrained samples, the sm

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Al-saffar, Farqad Yousuf, Leong Sing Wong, and Suvash Chandra Paul. "An Elucidative Review of the Nanomaterial Effect on the Durability and Calcium-Silicate-Hydrate (C-S-H) Gel Development of Concrete." Gels 9, no. 8 (2023): 613. http://dx.doi.org/10.3390/gels9080613.

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Concrete as a building material is susceptible to degradation by environmental threats such as thermal diffusion, acid and sulphate infiltration, and chloride penetration. Hence, the inclusion of nanomaterials in concrete has a positive effect in terms of promoting its mechanical strength and durability performance, as well as resulting in energy savings due to reduced cement consumption in concrete production. This review article discussed the novel advances in research regarding C-S-H gel promotion and concrete durability improvement using nanomaterials. Basically, this review deals with top

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Oyejobi, Damilola Oyewumi. "Behaviour of Fly-Ash Geopolymer Mortar in Simulated Environments." Journal of Civil Engineering and Urbanism 14, no. 3s (2024): 295–301. https://doi.org/10.54203/jceu.2024.32.

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Concrete and mortar usually found themselves in normal and harsh environments. The environment has great influence on the mechanical and durability behaviours of the concrete. In this study, fly ash was processed using circular economy concept and subsequently used as precursor for geopolymer mortar. The fly ash from Morupule power plant station has previously been characterized for its physical, chemical, and microstructural properties. Based on its suitability, the fresh and mechanical properties of the geopolymer mortar were carried out, and afterward, the durability behaviour is investigat

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J, Vinoth. "Experimental Study on Mechanical & Durability Properties of Basalt & Steel Fiber Reinforced Concrete." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem48049.

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Abstract - concrete is the most used material in the construction field. In present days, different types of concrete and its strength are increased but the durability is not considered because of the modern and faster construction criteria and strength of the concrete will not give durability for all situations and environmental exposes. Durability plays a most important role in concrete as it gives more life to it. Addition of fiber in the concrete increases the strength and durability. Many researchers have developed strength and durability of concrete using different types of fibers with d

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Feng, Nai Qian, Quan Lin Niu, Jun Wang Cai, Chong Zhi Li, and Ren Chang Huang. "Study on Improvement of Concrete Durability by Using High Performance Cement." Key Engineering Materials 302-303 (January 2006): 204–10. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.204.

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Sulphate ion and chloride ion existed in the alkaline saline soils may cause serious problems on the durability of reinforced concrete structures, while it is found that superfine mineral powder plays positive role in the precaution of the alkaline saline corrosion. A composite cement named high performance cement (H.P.C) composed of clinker, metakaolin and fly ash powder in appropriate proportions is developed with good performance in preventing concrete from alkaline saline soil corrosion. Mortar bar test and visual examination showed that the cement could effectively control AAR and sulphat

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Wu, Xiaosheng, Qiwei Chen, Yanqing Li, Niya Dong, and Huayang Yu. "Investigating the Deterioration of Pavement Skid Resistance Using an Accelerated Pavement Test." Materials 16, no. 1 (2023): 422. http://dx.doi.org/10.3390/ma16010422.

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Stone matrix asphalt (SMA) mixture has been widely used in pavement engineering for its preferable in-service performance. However, deterioration of SMA pavement in skid resistance is apparent under traffic loading. There remains lacking attention on skid resistance attenuation of SMA pavement, which in turn is important for skid durability design in practice. Hence, this study aims to perform a thorough investigation to reveal the skid resistance attenuation law of SMA pavement. Multiple types of SMA-13 mixtures prepared by different material designs were selected to conduct a kneading test t

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Lekshmi, Sreedevi, Babitha Benjamin, and J. Sudhakumar. "The Potential use of Bio-mineralization Technique in Developing Eco-Sustainable Self-Healing Geopolymer Binder: A Systematic Review." IOP Conference Series: Earth and Environmental Science 1280, no. 1 (2023): 012002. http://dx.doi.org/10.1088/1755-1315/1280/1/012002.

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Abstract The enormous demand for concrete as a construction material over the globe has proliferated the production of cement. It has been reported that the production of one ton of cement produces approximately one ton of carbon dioxide gas to the atmosphere. In geopolymer system, the use of cement is eliminated by using aluminosilicate rich industrial and agricultural waste as source material, which is activated by an alkaline medium. Biomineralization in concrete by using microorganisms is a technique used to enhance the mechanical and durability performance of concrete by imparting self-he

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Chidambaram, Prithiviraj, and Kalaimani D. "Performance Evaluation of Concrete Using Recycled Coarse Aggregate and Sea Sand as Sustainable Alternatives." E3S Web of Conferences 621 (2025): 01013. https://doi.org/10.1051/e3sconf/202562101013.

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With growing environmental concerns over the depletion of natural resources and the adverse impact of excessive sand mining, there is an increasing demand for sustainable alternatives in concrete production. This study investigates the performance of concrete incorporating recycled coarse aggregate (RCA) and sea sand as replacements for natural aggregates, aiming to reduce environmental impact while maintaining strength and durability. Recycled coarse aggregate addresses the waste management issue in construction, while sea sand offers a plentiful alternative to natural river sand, though it r

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Omar Tanash, Alaa, Khairunisa Muthusamy, Shahrul Niza Mokhatar, Fahrizal Zulkarnain, and Sofia Adibah Jasni. "A Review on the Use of Polypropylene Fiber in Concrete and Bibliometric Analysis." Journal of Advanced Research in Applied Mechanics 135, no. 1 (2025): 128–51. https://doi.org/10.37934/aram.135.1.128151.

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The use of polypropylene fibres (PF) has aroused great interest in science and the construction industry. This is mainly due to the numerous benefits they offer in terms of sustainability relative to steel fibres and steel fabrics. This study provides a comprehensive assessment of the current state of knowledge and technological advances in the use of PF to enhance the strength of concrete. A comprehensive analysis of the impacts of PF on the fresh and mechanical properties of concrete is presented. The effects of PF on various aspects of durability such as water absorption, chloride penetrati

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Langdon, A. G., G. H. Moran, and W. South. "Durability and Performance of Indigenous Amorphous Silica in Advanced Cementitious Systems." Advanced Materials Research 29-30 (November 2007): 375–79. http://dx.doi.org/10.4028/www.scientific.net/amr.29-30.375.

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Microsilica 600 (MS60) is a highly reactive pozzolan processed from a natural white geosilica deposit found in New Zealand’s Rotorua district. Like silica fume it is a very fine amorphous silica and falls into the microsilica family of products. As part of a feasibility study of using MS600 in the manufacturing process of Golden Bay Cement, this work establishes the improved performance characteristics that can be achieved with MS600 When added with Portland cement, MS600 facilitates high performance concrete by achieving: increased compressive strength, improved sulphate resistance, reduced a

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Samchenko, Svetlana V., Irina V. Kozlova, and Andrey V. Korshunov. "Optimization of the Composition of Cement Pastes Using Combined Additives of Alumoferrites and Gypsum in Order to Increase the Durability of Concrete." Buildings 13, no. 2 (2023): 565. http://dx.doi.org/10.3390/buildings13020565.

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The reliability of concrete structures is closely related to the durability of the concrete materials stable under external environmental conditions. The present study is aimed at analysing the effect of a prospective hardening additive containing calcium alumoferrites and calcium sulfate (AFCS) as a substitute (5–15%) for Portland cement. The hardened cement pastes were characterized by water absorption, shrinkage, strength and corrosion resistance. It was shown that replacing a part of Portland cement with the AFCS additive results in an increase in the strength of fine-grained concrete and

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Boopathi, V., and Devi K. Sharmila. "Durability Study on Self Compacting Concrete with Mineral Admixture." International Journal of Trend in Scientific Research and Development 3, no. 3 (2019): 1790–97. https://doi.org/10.31142/ijtsrd23226.

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Self compacting concrete can be placed and compacted under its own weight without any vibration and without segregation or bleeding. The use of mineral admixture such as fly ash, GGBS, etc. as partial replacement of cement in SCC can bring down cost. The use of industrial waste such as fly ash, GGBS, etc in the binder of concrete reduces the storage, disposal and environmental problems. The most beneficial property with M SAND addition to the concrete in the hardened state are the tensile strength, impact strength, the toughness and the energy absorption capacity. In the present study the mix

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Asprogerakas, A., Aristea Koutelia, Glykeria Kakali, and Sotirios Tsivilis. "Durability of Fly Ash Geopolymer Mortars in Corrosive Environments, Compared to that of Cement Mortars." Advances in Science and Technology 92 (October 2014): 84–89. http://dx.doi.org/10.4028/www.scientific.net/ast.92.84.

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In the present paper the durability of fly ash geopolymer mortars compared to that of cement mortars is investigated. Geopolymers can improve the ecological image of building materials, especially when their production is based on industrial by-products such as fly ash. Three series of fly ash based geopolymer mortars were prepared using calcareous sand to fly ash ratio (S/FA) varying from 0.5 to 2. In addition, cement mortar specimens were prepared using cement CEM I 42.5 N and CEM II 32.5 N. Durability of geopolymer and cement mortars was evaluated by means of compressive strength developmen

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Vasileva, Daria, Egor Protodiakonov, Anastasia Egorova, and Svetlana Antsupova. "Modifying admixtures to cement compositions produced from local raw materials." MATEC Web of Conferences 143 (2018): 02006. http://dx.doi.org/10.1051/matecconf/201814302006.

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Durability of hardened cement paste depends on chemical and mineralogical composition of Portland cement. The main factor for hardened cement paste is higher content of calcium aluminate and free calcium hydroxide, binding of which into water-insoluble compounds causes increase in resistance to water, frost and corrosion. The purpose of this research is to develop modifying admixtures to cement compositions based on local raw material - rock sand. Chemical and mineralogical properties of the source materials were studied using X-ray spectroscopy and X-ray diffraction analysis. Standard methods

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Harsha Vardhan Reddy, P., and G. Lalitha. "Durability properties of ternary blended self-compacting concrete with experimental validation." Journal of Physics: Conference Series 2779, no. 1 (2024): 012010. http://dx.doi.org/10.1088/1742-6596/2779/1/012010.

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Abstract The goal of the current research is to better understand how self-compacting concrete (SCC) behaves by adding Alccofine, Silica fume and copper slag. Experiment data is collected in order to better understand the durability qualities of hardened SCC built using sustainable resources and to improve the mix’s effectiveness. In this case, a cement fragment has been restored using alccofine and silica-fume at set percentages of 15% and 20%, respectively. A portion of Fine aggregate is reinstated with copper slag (CS) which is an industrial throw away in percentages (0%,10%,20%,30%,40%). T

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M. Nanthini, R. Ganesan, and V. Jaganathan. "Experimental Investigation of the Durability of Ambient-Cured Metakaolin-Based Geopolymer Concrete in Different Sustainable Environmental Conditions." Journal of Environmental Nanotechnology 13, no. 3 (2024): 73–81. http://dx.doi.org/10.13074/jent.2024.09.242754.

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Geopolymer concrete (GPC) has received much attention among researchers in recent decades due to its increased durability properties. It helps reduce massive pollution and high energy consumption during cement production. Various cementitious materials having high alumino-silicate, such as, fly ash (FA), ground granulated blast furnace slag (GGBS), rice husk ash (RHA), and metakaolin (MK), are typically used for producing GPC. These materials are activated by an alkaline solution through a polymerization process. This study examined the durability properties of metakaolin-based GPC with fly as

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Tambunan, Teddy, Mohd Irwan Juki, and Norzila Othman. "Mechanical properties of sulphate reduction bacteria on the durability of concrete in chloride condition." MATEC Web of Conferences 258 (2019): 01024. http://dx.doi.org/10.1051/matecconf/201925801024.

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In construction, concrete durability is an important material globally used in engineering, material of which can be applied in the fields of specialized marine construction. The ingress of chloride into concrete causes deterioration in the concrete due to the reinforcement corrosion. Adding bacteria into concrete can improve material properties and increase durability with mechanism resist chloride ingressed in the concrete . Ingress of Chloride into the concrete of bacteria is particularly suited for applications of chloride ion penetration in concrete. The objective of the research is to de

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Iffat, Shohana, Abul Bashar Emon, Tanvir Manzur, and Syed Ishtiaq Ahmad. "An Experiment on Durability Test (RCPT) of Concrete According to ASTM Standard Method Using Low-Cost Equipments." Advanced Materials Research 974 (June 2014): 335–40. http://dx.doi.org/10.4028/www.scientific.net/amr.974.335.

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Durability means the resistance to physical or chemical deterioration of concrete resulting from interaction with environment (physical deterioration) or interaction between constituents (chemical deterioration) of concrete. A durable concrete ensures corrosion resistance of embedded steel which in turn ensures a better longevity of the structure as a whole. Concrete in structures in the coastal areas are the most susceptible to chemical deterioration as sea water, with high concentration of chloride ions, has quite a detrimental effect on durability of concrete. In these cases, the lower the

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